Non-destructive testing of slab-like structures including pavements using Lamb and Rayleigh waves-based dispersion analysis

References

• Aouad, F.M., Stokoe, K.H., and Roesset, J.M., 1993. Evaluation of flexible pavements and subgrades using the spectral analysis of surface waves (SASW) method. Research report. Center for Transportation Research, The University of Texas at Austin, 1175-7F.
   Google Scholar
• Buchen, P.W. and Ben-Hador, R., 1996. Free-mode surface-wave computations. Geophysical Journal International, 124 (3), 869–887.
   Web of Science ®Google Scholar
• Dal Moro, G., Moura, R.M.M., and Moustafa, S.S.R., 2015. Multi-component joint analysis of surface waves. Journal of Applied Geophysics, 119, 128–138.
   Web of Science ®Google Scholar
• Dean, G.D., 1989. Use of plate bending waves for elastic property determination of polymers. Composites, 20 (6), 575–583.
   Google Scholar
• Disperse, 2013. A system for generating dispersion curves, User’s manual version 2.0.20a. www.imperial.ac.uk/nde.
   Google Scholar
• Foti, S., et al., 2018. Guidelines for the good practice of surface wave analysis: a product of the inter-PACIFIC project. Bulletin of Earthquake Engineering, 16 (6), 2367–2420.
   Web of Science ®Google Scholar
• Gilchrist, M.D., 1999. Attenuation of ultrasonic Rayleigh–Lamb waves by small horizontal defects in thin aluminium plates. International Journal of Mechanical Sciences, 41 (4–5), 581–594.
   Web of Science ®Google Scholar
• Graff, K. E., 1975. Wave motion in elastic solids. London: Oxford University Press.
   Google Scholar
• Gucunski, N. and Woods, R.D., 1992. Numerical simulation of the SASW test. Soil Dynamics and Earthquake Engineering, 11 (4), 213–227.
   Google Scholar
• Haskell, N.A., 1953. The dispersion of surface waves on multi-layered media. Bulletin of the Seismological Society of America, 43 (1), 17–34.
   Google Scholar
• Hazra, S. and Kumar, J., 2014. SASW testing of asphaltic pavement by dropping steel balls. International Journal of Geotechnical Engineering, 8 (1), 34–45.
   Google Scholar
• Heisey, J. S., Stokoe, K. H., and Meyer, A. H., 1982. Moduli of pavement systems from spectral analysis of surface waves. Transportation Research Record, 852, 22–31.
   Google Scholar
• Heukelom, W. and Foster, C.R., 1960. Dynamic testing of pavements. Journal of the Soil Mechanics and Foundation Division of ASCE, 86 (1), 1–28.
   Google Scholar
• Jones, R., 1962. Surface wave technique for measuring the elastic properties and thickness of roads: theoretical development. British Journal of Applied Physics, 13 (1), 21–29.
   Web of Science ®Google Scholar
• Kausel, E. and Roësset, J.M., 1981. Stiffness matrices for layered soils. Bulletin of the Seismological Society of America, 71 (6), 1743–1761.
   Web of Science ®Google Scholar
• Keiswetter, D.A. and Steeples, D.W., 1995. A field investigation of source parameters for the sledgehammer. Geophysics, 60 (4), 1051–1057.
   Web of Science ®Google Scholar
• Kennett, B.L.N. and Kerry, N.J., 1979. Seismic waves in a stratified half space. Geophysical Journal International, 57 (3), 557–583.
   Google Scholar
• Knopoff, L., 1964. A matrix method for elastic wave problems. Bulletin of the Seismological Society of America, 54 (1), 431–438.
   Google Scholar
• Kumar, J., 2011. A study on determining the theoretical dispersion curve for Rayleigh wave propagation. Soil Dynamics and Earthquake Engineering, 31 (8), 1196–1202.
   Web of Science ®Google Scholar
• Kumar, J. and Rakaraddi, P.G., 2012. On the height of fall of dropping mass in SASW measurements for asphaltic road pavements. International Journal of Pavement Engineering, 13 (6), 485–493.
   Web of Science ®Google Scholar
• Kumar, J. and Rakaraddi, P.G., 2013. Effect of source energy for SASW testing on geological sites. Geotechnical and Geological Engineering, 31 (1), 47–66.
   Google Scholar
• Lamb, H., 1904. On the propagation of tremors over the surface of an elastic solid. Philosophical Transactions of the Royal Society of London. Series A, Containing Papers of a Mathematical or Physical Character, 203 (359–371), 1–42.
   Google Scholar
• Lee, Y.C. and Cheng, S.W., 2001. Measuring Lamb wave dispersion curves of a bi-layered plate and its application on material characterization of coating. IEEE Transactions on Ultrasonics, Ferroelectrics, and Frequency Control, 48 (3), 830–837.
   PubMed Web of Science ®Google Scholar
• Lee, Y.H. and Oh, T., 2016. The measurement of P, S, and R-wave velocities to evaluate the condition of reinforced and prestressed concrete slabs. Advances in Materials Science and Engineering, 2016, 1–14.
   Web of Science ®Google Scholar
• Lin, S., et al., 2022. Forward modeling of Rayleigh surface waves for analytical characterization of dominant dispersion trends. Earthquake Engineering and Structural Dynamics, 51 (1), 240–255.
   Web of Science ®Google Scholar
• Lin, S. and Ashlock, J.C., 2012. A study on issues relating to testing of soils and pavements by surface wave methods. AIP Conference Proceedings, 1430, 1532–1539.
   Google Scholar
• Naskar, T. and Kumar, J., 2017. Predominant modes for Rayleigh wave propagation using the dynamic stiffness matrix approach. Journal of Geophysics and Engineering, 14 (5), 1032–1041.
   Web of Science ®Google Scholar
• Naskar, T. and Kumar, J., 2019. A faster scheme to generate multimodal dispersion plots for Rayleigh wave propagation. Soil Dynamics and Earthquake Engineering, 117, 280–287.
   Web of Science ®Google Scholar
• Naskar, T. and Kumar, J., 2022. MATLAB codes for generating dispersion images for ground exploration using different MASW transforms. Geophysics, 87 (3), 1–37.
   Web of Science ®Google Scholar
• Nazarian, S., 1984. In situ determination of soil deposits and pavement systems by spectral analysis of surface waves method. Doctoral dissertation. University of Texas at Austin.
   Google Scholar
• Ólafsdóttir, E.Á., 2019. Multichannel analysis of surface waves for soil site characterization. Doctoral dissertation. University of Iceland.
   Google Scholar
• Park, C.B., et al., 2001. Seismic investigation of pavements by MASW method – geophone approach. Symposium on the application of geophysics to engineering and environmental problems proceedings: RBA6-1554-8015.
   Google Scholar
• Park, C.B., Miller, R.D., and Xia, J., 1998. Imaging dispersion curves of surface waves on multichannel record. In: SEG technical program expanded abstracts. Society of Exploration Geophysicists, 1377–1380.
   Google Scholar
• Pei, J., et al., 1995. In situ thin film thickness measurement with acoustic Lamb waves. Applied Physics Letters, 66, 2177–2179.
   Web of Science ®Google Scholar
• Richart, F. E., Hall, J. R., and Woods, R. D., 1970. Vibrations of soils and foundations. Hoboken, NJ: Prentice-Hall.
   Google Scholar
• Rix, G. J. and Leipski, E. A., 1991. Accuracy and resolution of surface wave inversion. In: S.K. Bhatia and G.W. Blaney, eds. Recent advances in instrumentation, data acquisition and testing in soil dynamics. New York: American Society of Civil Engineers, 17–32.
   Google Scholar
• Roesset, J.M., Chang, D.W., and Stokoe, K.H., 1993. Comparison of 2-D and 3-D models for analysis of surface wave tests. International Journal of Rock Mechanics and Mining Sciences & Geomechanics Abstracts, 30 (1), A27.
   Google Scholar
• Rogers, W.P., 1995. Elastic property measurement using Rayleigh-Lamb waves. Research in Nondestructive Evaluation, 6 (4), 185–208.
   Web of Science ®Google Scholar
• Ryden, N., et al., 2001. High frequency MASW for non-destructive testing of pavements-accelerometer approach. In: Proceedings of the SAGEEP, Denver, CO, RBA-5.
   Google Scholar
• Ryden, N., et al., 2002. Branching of dispersion curves in surface wave testing of pavements. In: Symposium on the application of geophysics to engineering and environmental problems. Las Vegas: Environment and Engineering Geophysical Society, SEI7.
   Google Scholar
• Ryden, N., et al., 2003. Lamb wave analysis for non-destructive testing of concrete plate structures. In: Symposium on the application of geophysics to engineering and environmental problems. San Antonio: Environment and Engineering Geophysical Society, 782–793.
   Google Scholar
• Ryden, N., et al., 2004. Multimodal approach to seismic pavement testing. Journal of Geotechnical and Geoenvironmental Engineering, 130 (6), 636–645.
   Web of Science ®Google Scholar
• Ryden, N. and Lowe, M.J.S., 2004. Guided wave propagation in three-layer pavement structures. The Journal of the Acoustical Society of America, 116 (5), 2902–2913.
   Web of Science ®Google Scholar
• Ryden, N. and Park, C.B., 2004. Surface waves in inversely dispersive media. Near Surface Geophysics, 2 (4), 187–197.
   Web of Science ®Google Scholar
• Schwab, F.A. and Knopoff, L., 1972. Fast surface wave and free mode computations. Methods in Computational Physics: Advances in Research and Applications, 11, 87–180.
   Google Scholar
• Stokoe II, K. H., et al., 1994. Characterization of geotechnical sites by SASW method. In: R.D. Woods, ed., Geophysical characterization of sites, ISSMFE Technical Committee #10. New Delhi: Oxford Publishers.
   Google Scholar
• Thomson, W.T., 1950. Transmission of elastic waves through a stratified solid medium. Journal of Applied Physics, 21 (2), 89–93.
   Web of Science ®Google Scholar
• Tokimatsu, K., Tamura, S., and Kojima, H., 1992. Effects of multiple modes on Rayleigh wave dispersion characteristics. Journal of Geotechnical Engineering, 118 (10), 1529–1543.
   Google Scholar
• Vidale, R.F., 1964. The dispersion of stress waves in layered media overlaying a half space of lesser acoustic rigidity. Doctoral dissertation. University of Wisconsin.
   Google Scholar
• Viktorov, I.A., 1967. Rayleigh and Lamb waves: physical theory and applications. New York: Plenum Press.
   Google Scholar
• Wu, T.T. and Liu, Y.H., 1999. Inverse determinations of thickness and elastic properties of a bonding layer using laser-generated surface waves. Ultrasonics, 37 (1), 23–30.
   Web of Science ®Google Scholar
• Zomorodian, S.M. and Hunaidi, O., 2006. Inversion of SASW dispersion curves based on maximum flexibility coefficients in the wave number domain. Soil Dynamics and Earthquake Engineering, 26 (8), 735–752.
   Web of Science ®Google Scholar